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Home My WebLink About284793_1_Corrections.docxRESIDENTIAL PLAN CHECK COMMENTS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PLAN CHECK NO: 101109609 PROJECT ADDRESS: 601 S Susan St PLAN CHECK ENGINEER: Lo, JonathanTEL:714 647-5822 EMAIL: Jlo@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 3/1/2022 INITIAL REVIEW 3/20/2022 EXPIRATION 8/28/2022 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Duc Van Tran 3. TEL: (714)713-3597 FAX: VALUATION: $560,000.00 EMAIL: ductrankt66@gmail.com FLOOD ZONE: X-0602320256J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 California Electrical Code; T = Table; ICC = International Code Council.All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Resubmit corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment. 5. The applicant shall obtain clearances/approvals for the following, prior to building permit issuance: ☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. ☒Public Works Agency approval (647-5039). ☒Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700). ☒Police Department approval on the corrected/final set of drawings (647-5840). ☒School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work. ☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet A 1 Provide the following design data on the first sheet (R106.1.1) ☐Occupancy groups (R-3/U) ☐Type of construction (V-B) ☐Automatic Fire Sprinkler (YES or NO) ☒Automatic Fire Sprinkler Type ☒Number of stories. ☐Flood Zone: X ☐Flood Zone: A ☐Floor area per occupancy group, including the existing structure(s) ☐Construction shall comply with the 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Add note on the coversheet: Photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. Include address and telephone number of the responsible designer and date of signing of drawings. Provide and show on the plans, house street number visible and legible from street. (Minimum 4”High x 1” Wide) CRC R319.Add sheet T-24B to Sheet Index.CG-2 in sheet index does not match sheet title in set, revise to match. Add the following on the plan: Deferred Trusses – Submit two (2) sets of truss calculations and plans to the city for plan check. The truss calculations and plans shall include review of roof, mechanical and lateral loads (chord/strut & brace loads); also include review of top chord and bottom chord for axial + flexure between panel joints. The truss calculations and plans shall be stamped, signed and dated by a licensed civil/structural engineer. The truss plans shall be “review stamped” and “wet” signed by the engineer of record.Sheet A 2Provide U-Factor and SHGC for all windows in schedule.SHGC in window schedule does not match Title 24, please coordinate.Sheet A 3Specify Finish Floor Elevation on elevations.Specify/reference finish type on elevations to corresponding notes.Provide framing details for fireplace above roof.Provide exterior landing dimensions, slope, and elevation changes.Provide framing details for unique wall framing such as corner of Great Room and exterior pilasters at garage and covered porch.Provide exhaust in laundry rooms.Add door and window symbol in legend and provide reference to where schedule is located.Provide elevation change at covered porch referenced by Structural Sheet S-1.Sheet A 4Specify Finish Floor Elevation on elevations.Provide framing details for unique wall framing such as Master Bath Room entrance.Provide exhaust in laundry rooms.Provide details of the deck/balcony and specify method of waterproofing. List ICC approval number for decking material. Show two percent minimum slope. (CRC R905.10.1)Provide a 42 inch high guardrail at balconies, landings and decks located more than 30” vertically to the floor or grade below. (CRC R312.1 & R312.2) Provide detail of the guard showing that a 4” diameter sphere may not pass through any opening in the guard. (CRC R312.3)Where guards are used as handrails, provide a detail of the guard (including a handrail on open sides of the stairway) showing that a 4 3/4” diameter sphere may not pass through the open space between intermediate rails and pickets. The open space between the riser tread and bottom rail of the guard shall not allow a 6-inch diameter sphere to pass through. (CRC R312.3) Verify section cut end above Master Bedroom closet.Recommend providing door and window symbol legend and provide reference to where schedule is located or note specifying where information can be found.Sheet A 5Specify Finish Floor Elevation on elevations.Verify Roof Plan scale.Provide detail of roof construction assembly. (CRC 902.1) Sheet A 6 Detail 9 – Coordinate with structural for connection details.Detail 10 – Provide Section AProvide elevation of stair landing in cross section.Sheet S-1Add North Arrow.Use #4 bars @ 16” OC minimum in new Garage Slab on Grade per soils report.Verify post at corner of garage, floor framing specifies post above. Ensure all posts on foundation and floor framing are continuous as needed.Verify concentric footing referencing detail 23/SD-1 between garage and house.Provide framing details for unique wall framing such as corner of Great Room and exterior pilasters at garage and covered porch.Provide/reference stair details on plan for bottom of stairs, stringers, landing, and top connections.Verify if elevator requires guide rail support posts and provide as needed.Coordinate elevation change at covered porch with Arch.Sheet S-2Add North Arrow.Provide elevation changes at all interior to exterior locations as well as where detail 13/SD1 occurs over garage.Provide detail where TJI connect to GLB above garage.At 8’-0” garage shearwall, 4x4 post above is noted. Verify if strap from shearwall above requires post, or ensure adequate wall stud occurs to transfer and overturning load from wall above.4x8 post above on Grid 2 shows 4x6 on roof framing plan. Please revise as needed, ensure all posts match on framing plans.Provide stair landing framing.Beam #16 – Verify if beam is supporting stair stringers and ensure stair load added to calculations. Else verify stair support at second floor.Specify ridge or hip locations and slope on plans at all roof locations.Specify Roof Trusses at covered porch at entrance.Provide Roof Truss connection at covered porch at entrance at pilasters. Specify if pilasters are supporting Roof Truss, if so, provide foundation as required.Provide details for Roof Truss to wall connections at covered porch at entrance.Provide detail for blocking at Girder Truss end.Verify location of SW12 Above header along Grid 5/6.Sheet S-3Add North Arrow.Provide GT #’s where not provided as well as specify what # identifies. Some GT have # while others are blank.Verify if hoist beam is required within elevator shaft as well as any pop-out requirements with Arch. Ensure required elevator clearance is met at top with Roof Trusses above.Verify where drag load is transferring to at Drag GT between Grids 4 and 5/14Sheet SD-1Detail 27 – Note 7 specifies PT slab, revise to actual condition or verify if PT slab to be used.CalculationsBeam #16 – Verify if stair supported by beam, add loads as needed.Beam #24 – Verify trib width @ 11’-0” section with plans.(End of Comment)